| 长洲水利枢纽土体高边坡锚索施工 |
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| 引用本文： | 戴秋光,张海燕.长洲水利枢纽土体高边坡锚索施工[J].红水河,2011,30(2):11-13,21. |
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| 作者姓名： | 戴秋光 张海燕 |
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| 作者单位： | 武警水电一总对第三支队,广西南宁,530028 |
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| 摘 要： | 针对长洲水利枢纽工程下游引航道右侧高边坡地质条件的特点,在边坡锚索施工中采用套管跟进造孔的施工技术,介绍了套管跟进造孔的施工方法,提出了套管跟进造孔过程中存在的不足和注意事项,并介绍了锚索施工方法.在土体边坡锚索施工中采用套管跟进造孔技术,解决了成孔难的问题,保证了施工质量和进度.
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| 关 键 词： | 土体高边坡 预应力锚索施工 长洲水利枢纽 |
Anchorage Cable Engineering for High Earth Slope at Changzhou Hydraulic Complex |
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| DAI Qiu-guang,ZHANG Hai-yan.Anchorage Cable Engineering for High Earth Slope at Changzhou Hydraulic Complex[J].Hongshui River,2011,30(2):11-13,21. |
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| Authors: | DAI Qiu-guang ZHANG Hai-yan |
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| Affiliation: | (The rd Detachment of Armed Police 1st Hydropower Troop,Nanning 50028) |
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| Abstract: | The method of boring followed up by sleeve is adopted in anchorage cable engineering given the geologic conditions of high slope on the right of the lower approach channel at Changzhou Hydraulic Complex.The article discusses the said method in details including its shortages and precautions,and introduces the method of anchorage cable engineering.The said method solves the problem of boring and ensures engineering quality and progress. |
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| Keywords: | high earth slope pre-stress anchorage cable engineering Changzhou Hydraulic Complex |
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